Three-dimensional nonlinear analysis for seismic soil-pile-structure interaction

Soil Dynamics and Earthquake Engineering

Volumn 24, Issue 4, 2004, Pages 343-356

  Maheshwari, B K ^a   Truman, K Z ^a   El Naggar, M H ^b   Gould, P L ^a  

^a WASHINGTON UNIVERSITY   (United States)

^b UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Pile foundation; Plasticity; Seismic response; Soil pile structure interaction

Indexed keywords

EARTHQUAKES; ELECTRIC EXCITATION; FINITE ELEMENT METHOD; KINEMATICS; NONLINEAR SYSTEMS; PILE FOUNDATIONS; PLASTICITY; SEISMOLOGY; TIME DOMAIN ANALYSIS;

INERTIAL INTEERACTION; MATERIAL NONLINEARITY; PILE GROUPS; SEISMIC RESPONSE; SEISMIC SOIL-PILE-STRUCTURE INTERACTIONS;

SOIL STRUCTURE INTERACTIONS;

EARTHQUAKE ENGINEERING; PILE RESPONSE; SEISMIC RESPONSE; SOIL DYNAMICS; SOIL-STRUCTURE INTERACTION; THREE-DIMENSIONAL MODELING;

EID: 1942473165     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2004.01.001     Document Type: Article

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